EP2037053B1 - Agencement de profilé destiné à l'enjambement d'un joint - Google Patents

Agencement de profilé destiné à l'enjambement d'un joint Download PDF

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Publication number
EP2037053B1
EP2037053B1 EP08011754A EP08011754A EP2037053B1 EP 2037053 B1 EP2037053 B1 EP 2037053B1 EP 08011754 A EP08011754 A EP 08011754A EP 08011754 A EP08011754 A EP 08011754A EP 2037053 B1 EP2037053 B1 EP 2037053B1
Authority
EP
European Patent Office
Prior art keywords
profile assembly
joint
bridging
building
profile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP08011754A
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German (de)
English (en)
Other versions
EP2037053A3 (fr
EP2037053A2 (fr
Inventor
Stephan Wedi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP2037053A2 publication Critical patent/EP2037053A2/fr
Publication of EP2037053A3 publication Critical patent/EP2037053A3/fr
Application granted granted Critical
Publication of EP2037053B1 publication Critical patent/EP2037053B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6803—Joint covers
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6815—Expansion elements specially adapted for wall or ceiling parts

Definitions

  • the invention relates to a building joint, namely expansion or expansion joint between two building structures, bridging, one or more parts profile arrangement, designed as a rigid joint bridge with two mutually substantially mirror-inverted arranged at both joint edges stand profiles, which are connected to a reaching over the joint bridging profile , wherein at least one of the stand profiles is arranged to compensate for the relative movements between the building bodies adjustable relative to the corresponding building body.
  • Polymeric rigid foams which are suitable for the profile arrangement are known per se.
  • extruded polystyrene rigid foam products are used.
  • other polymers are also usable, for example hard foam of the basic material polyurethane or phenolic resole-based foams.
  • Such foams can be adjusted in terms of temperature resistance and other physical parameters in a variety of ways, as known to those skilled in the art.
  • plate-shaped foam material is used as starting material, from which the profile arrangement is made in one piece. But it is also possible to extrude angular shapes as a rigid foam body and then make the coating.
  • a profile arrangement can be produced if it consists of two or three joined profiles, which are provided on the outside of the joint bridge with a one-piece reinforcement made of fiber material.
  • the assembled profiles of a provided with a reinforced mortar layer To cut hard foam sandwich panel into which two V-shaped miter cuts were made, the depth of which was set so that the reinforcement was almost reached, but not severed; Afterwards, the resulting profiles are joined to a rigid joint bridge while preserving the reinforcement in the area of the miter cuts.
  • glass fiber fabric or glass fiber webs are particularly suitable glass fiber fabric or glass fiber webs.
  • the stand profile which is adjustably connected to the structure, is preferably connected to the associated structure via a permanently plastic layer.
  • a permanently plastic layer may consist, for example, of polysulfide rubber, permanently elastic polyurethane cement or ethylene-propylene rubber.
  • bridging profile arrangement it is advantageous in the bridging profile arrangement to use the space below the profile arrangement as a cable or duct or to embed cables or pipelines partly or wholly in the hard foam.
  • the invention relates to a profile arrangement 100, with which a building joint 2, namely an expansion or expansion joint between two building structures 3.1, 3.2, bridged.
  • the profile arrangement 100 as in FIG. 1 pictured, is designed as a rigid joint bridge.
  • An adhesive bond 18 serves as a joining agent.
  • the two building bodies 3.1 and 3.2 are in the present case of grouted facade panels 8 with an applied plaster layer 9.
  • the joint edges 4.1 and 4.2 may also be damaged, the profile arrangement covers the damage.
  • the stand profiles 5 and 6 and the bridging profile 7 consist of a polystyrene rigid foam. Others too Rigid foams such as PU foam, phenolic resole foams and the like can be used. It is up to the person skilled in the art to select foams suitable for temperature and environment, which can be done, for example, with reference to the book “Kunststoff ambience”, published by Schwarz / Ebeling, Vogel-Buchverlag, 8th Edition.
  • the rigid polymer foam body of the upright profile 5, 6 and of the bridging profile 7 and thus the profile arrangement 100 is coated with a reinforced mortar layer 11, which consists of a plastic-enriched, silicate mortar.
  • a reinforced mortar layer 11 which consists of a plastic-enriched, silicate mortar.
  • a woven glass fiber mat 12 has been inserted before its curing, which forms a reinforcement after curing.
  • the mesh size of the glass fiber fabric is between 5 and 15 mm.
  • the starting plate material for such foam body is known as WEDI-PLATE (manufacturer: WEDI GmbH, Emsdetten).
  • the exposed tops of the uprights 5.6 are connected to the underside of the bridging profile.
  • the foot of the stand profile 5 in turn is firmly connected to the plaster layer 9 via an adhesive layer 10.
  • the other stand profile 6 is arranged to compensate for relative movements between the building structures 3.1 and 3.2 displaceable or adjustable; the moving under the rigid joint bridge due to thermal expansion building structure 3.1 and 3.2 are not rigidly connected to the upright profile 6.
  • the underside of the stand profile 6 is connected via a permanently plastic layer 13 with the top of the building body 3.2.
  • the permanently plastic Layer 13 consists of a permanently plastic and / or permanently elastic plastic, the skilled person here has various products available. Reference is again made to the book »Kunststofftechnik «, op. Cit. Examples of suitable plastics include: polysulfide rubber, permanently elastic polyurethane cement or ethylene-propylene rubber.
  • the stand profiles 5 and 6 can also be bent by a small amount, so that a further distance-compensating deformation of the profile body can be assumed.
  • the dimensions of the profile arrangement 100 are variable.
  • the starting material has a thickness of about 5 to 12 cm and the mortar layer has a thickness of 1 to 3 mm.
  • the distance from the outside of the structure to the parallel outside of the profile arrangement is about 5 to 20 cm, said dimensions are for illustration only, but not limiting.
  • a production method for the bridging profile arrangement 100 ' in which by a one-sided with a reinforced mortar layer 23 provided rigid foam sandwich panel 20 according to FIG. 2a is assumed.
  • a sandwich plate 20 two V-shaped Miter milling cuts 21 are cut, the depth is set so that the reinforcement 22 Although almost reached, but is not severed.
  • the cheeks of the 90 ° -Gehrungsfräsitese are connected to each other by gluing.
  • cables 23 or pipes 14 may be partially or fully embedded in the hard foam, as is known FIG. 1 is apparent.
  • the profile arrangement 100 ' is mounted on a building facade and above a building gap, in which the outer layer of the building façade on both sides of the building joint 2 has the same texture, then, for example, a tiling or planking can be drawn over the profile arrangement without gaps.
  • a color layer is readily absorbed similar to the mortar of the exterior mortar layer, so that there is a homogeneous image of the facade with the profile arrangement. But it can also be the profile arrangement and a color layer, a foil or a tile coating are occupied, so that there is a color accentuation.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (10)

  1. Pont de jonction rigide formé par un agencement de profilés (100 ; 100') en un seul tenant ou en plusieurs parties sur un joint de dilatation (2) ménagé entre deux corps d'édifice (3.1 ; 3.2), ledit agencement comportant deux profilés verticaux (5, 6) disposés de manière essentiellement symétrique sur les deux bords du joint de dilatation (2) et reliés entre eux par un profilé horizontal (7) couvrant ledit joint (2), dans lequel l'un au moins des profilés verticaux (5, 6) est agencé mobile à l'égard du corps d'édifice correspondant, afin de compenser les mouvements relatifs entre les corps d'édifice (3.1 ; 3.2), caractérisé en ce que les profilés verticaux (5, 6) et le profilé horizontal (7) sont composés d'une mousse polymère rigide revêtue d'une couche de mortier armé (11) qui sert de couche d'accrochage à une couche supplémentaire dite de surface.
  2. Pont de jonction selon la revendication 1, caractérisé en ce que l'agencement de profilés (100) est réalisé d'un seul tenant.
  3. Pont de jonction selon la revendication 1, caractérisé en ce que l'agencement est composé de deux ou trois profilés assemblés qui, sur la face extérieure, sont dotés d'une armure (22) d'un seul tenant en matériau fibreux.
  4. Pont de jonction selon la revendication 3, caractérisé en ce que les profilés assemblés (5, 6, 7) sont coupés dans un panneau sandwich (20) en mousse rigide doté d'une couche de mortier armé, panneau dans lequel on a pratiqué deux découpes en V dont la profondeur était réglée de sorte telle que l'armure est presque atteinte mais pas sectionnée, et en ce que les profilés ainsi obtenus ont été assemblés au niveau des découpes en V, tout en préservant l'armure, pour former un pont de jonction rigide.
  5. Pont de jonction selon l'une quelconque des revendications précédentes, caractérisé en ce que l'armure (22) est en tissu de fibres de verre ou en non-tissé de fibres de verre.
  6. Pont de jonction selon l'une quelconque des revendications précédentes, caractérisé en ce que le profilé vertical (6) agencé mobile à l'égard du corps d'édifice correspondant (3.2) est relié à ce dernier par une couche à élasticité permanente (13).
  7. Pont de jonction selon la revendication 6, caractérisé en ce que la couche à élasticité durable (13) est composée d'une matière synthétique choisie dans le groupe suivant : caoutchouc polysulfure, mastic polyuréthane à élasticité durable, caoutchouc éthylène propylène.
  8. Pont de jonction selon l'une quelconque des revendications précédentes, caractérisé en ce que l'espace sous ledit pont peut servir de canal de câbles ou de conduit de tuyauterie.
  9. Pont de jonction selon la revendication 1 ou 8, caractérisé en ce que des câbles ou des tuyaux sont partiellement ou totalement encastrés dans la mousse rigide.
  10. Pont de jonction selon l'une quelconque des revendications précédentes, caractérisé en ce que ledit pont de jonction est disposé sur une façade d'édifice en couvrant un joint de dilatation (2), en ce que la couche de surface de ladite façade est de nature identique des deux côtés du joint de dilatation et en ce que ladite couche de surface, en particulier une couche de peinture ou un bardage, est appliquée en recouvrant totalement le pont de jonction.
EP08011754A 2007-09-14 2008-06-28 Agencement de profilé destiné à l'enjambement d'un joint Not-in-force EP2037053B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102007043983A DE102007043983B3 (de) 2007-09-14 2007-09-14 Profilanordnung zur Überbrückung einer Bauwerksfuge

Publications (3)

Publication Number Publication Date
EP2037053A2 EP2037053A2 (fr) 2009-03-18
EP2037053A3 EP2037053A3 (fr) 2011-08-31
EP2037053B1 true EP2037053B1 (fr) 2012-08-01

Family

ID=40039680

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08011754A Not-in-force EP2037053B1 (fr) 2007-09-14 2008-06-28 Agencement de profilé destiné à l'enjambement d'un joint

Country Status (3)

Country Link
US (2) US8024902B2 (fr)
EP (1) EP2037053B1 (fr)
DE (1) DE102007043983B3 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007043983B3 (de) * 2007-09-14 2009-03-12 Stephan Wedi Profilanordnung zur Überbrückung einer Bauwerksfuge
DE202010008330U1 (de) * 2010-08-23 2011-11-29 Tremco Illbruck Produktion Gmbh Schaumstoff-Dichtstreifen
US9435114B1 (en) * 2010-11-24 2016-09-06 Innovations & Ideas, Llc Expansion or control joint and gasket system
US8745950B2 (en) * 2011-02-10 2014-06-10 Nichiha Corporation Construction structure of wall surface
WO2016168169A1 (fr) * 2015-04-17 2016-10-20 3M Innovative Properties Company Barrière anti-bruit et anti-fumée pour un système de joint de construction
DE202020103699U1 (de) * 2020-06-26 2021-09-28 Schlüter-Systems Kg Dehnungsfugenprofilsystem
CN112376713A (zh) * 2020-11-24 2021-02-19 上海宝冶集团有限公司 一种后浇带防渗水结构及用于浇筑所述结构的模具
US11459746B1 (en) * 2021-02-02 2022-10-04 Schul International Co., Llc Foam-based seal for angular expansion joint segments

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1714237A (en) * 1927-11-14 1929-05-21 Leslie T Petersen Barn batten and panel strip
DE1934771U (de) * 1966-01-11 1966-03-17 Polychemie Gmbh Vorrichtung zum abdecken von mauerfugen an gebaeuden.
DE1934771A1 (de) 1968-07-09 1970-12-17 Mikosch Franz Josef Drehkolbenbrennkraftmaschine mit Frischgasspuelung
US3512818A (en) * 1968-11-29 1970-05-19 Paeco Inc Clip
DE6810332U (de) * 1968-12-06 1969-07-17 Migua Mitteldeutsche Gummi U A Traeger fuer dehnungsfugenabdeckprofile
GB1349486A (en) * 1971-07-27 1974-04-03 Burmah Ind Prod Ltd Seal for use between concrete slabs
US3864886A (en) * 1973-08-13 1975-02-11 Architectural Art Mfg Cover assembly for structural joints
US4541215A (en) * 1982-04-19 1985-09-17 Contour Packaging, Inc. Snap-in ceiling system
GB9216029D0 (en) * 1992-07-28 1992-09-09 Sto Ind Canada Inc Exterior insulation and finish system
US5611181A (en) * 1994-11-14 1997-03-18 Construction Specialties, Inc. Seismic expansion joint cover
US6308485B1 (en) * 1998-06-29 2001-10-30 Stora Kopparbergs Bergslags Ab Panel and method for mounting the same
US7036284B1 (en) * 2002-06-06 2006-05-02 Plastic Components, Inc. Stucco casing bead
US7296387B2 (en) * 2002-09-06 2007-11-20 Milu Gregory C Architectural building products and methods therefore
DE102007043983B3 (de) * 2007-09-14 2009-03-12 Stephan Wedi Profilanordnung zur Überbrückung einer Bauwerksfuge
US8236114B2 (en) * 2010-02-10 2012-08-07 Josef Gangl Method and system for placing a corner reinforcement insert in a gypsum board corner assembly

Also Published As

Publication number Publication date
US8024902B2 (en) 2011-09-27
EP2037053A3 (fr) 2011-08-31
US20110296782A1 (en) 2011-12-08
DE102007043983B3 (de) 2009-03-12
US20080307732A1 (en) 2008-12-18
EP2037053A2 (fr) 2009-03-18

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